CN101476331B - Closed demolition blasting method for internal concrete reinforcement bracing of basement foundation ditch - Google Patents
Closed demolition blasting method for internal concrete reinforcement bracing of basement foundation ditch Download PDFInfo
- Publication number
- CN101476331B CN101476331B CN2007101721341A CN200710172134A CN101476331B CN 101476331 B CN101476331 B CN 101476331B CN 2007101721341 A CN2007101721341 A CN 2007101721341A CN 200710172134 A CN200710172134 A CN 200710172134A CN 101476331 B CN101476331 B CN 101476331B
- Authority
- CN
- China
- Prior art keywords
- basement
- concrete
- support
- closed
- foundation pit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000000034 method Methods 0.000 title claims abstract description 25
- 238000005422 blasting Methods 0.000 title claims description 23
- 230000002787 reinforcement Effects 0.000 title claims description 17
- 238000010276 construction Methods 0.000 claims abstract description 22
- 238000004880 explosion Methods 0.000 claims abstract description 12
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 241000196324 Embryophyta Species 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to basement construction, in particular to a method for disassembling an inner concrete support of a basement foundation pit. The method for disassembling the inner concrete support of the basement foundation pit through sealed explosion comprises that: the basement foundation pit adopts a row-pile and siding wall type inner concrete support foundation pit supporting system. The disassembly method mainly comprises the following steps: support replacement of a structure, namely utilizing backfill of a basement and a force transferring belt to complete support replacement of the structure; disassembly of partial inner concrete support for supporting the foundation pit; construction of a basement structure on the force transferring belt; and disassembly of the inner concrete support through sealed explosion. The method for disassembling the inner concrete support of the basement foundation pit through sealed explosion shortens the construction period and guarantees safety.
Description
Technical field
The present invention relates to basement construction, relate in particular to supporting removal method in a kind of basement foundation ditch concrete.
Background technology
When soft clay area was carried out basement construction, campshed and board wall formula added the interior foundation pit supporting system that supports of concrete and use more.Be supported for temporary structure in the concrete, when basement structure construction arrived certain phase, it needed to remove.Sequence of construction during conventional construction is: support the bottom basement structure in the concrete of construct and change after support finishes, large tracts of land is opened wide and is removed the interior support of concrete, gets into follow-up basement structure construction again.The drawback of conventional job practices is: 1., after first large tracts of land removes and support in the concrete, just can carry out follow-up basement structure construction, the large tracts of land that operation is many, the time is long is opened wide and is removed support in the concrete, can have influence on the basement structure construction progress.2., large tracts of land opens wide explosion and removes in the concrete and support, potential safety hazard is many, need do careful Security alert work, informs near resident, and sets up protection canopy, prevent blasting flyrock destroy around building, the injury pedestrian.Do not have influence on the basement structure construction progress and support sealing explosion rule in the concrete, and conventional relatively job practices safety.
Summary of the invention
The present invention is intended to solve the defective of said traditional supporting removal method, and a kind of basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing is provided.Basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing of the present invention has shortened the construction period, has guaranteed safety.
The present invention is achieved in that
A kind of basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing, said basement foundation ditch adopt in campshed and board wall formula and the concrete and support foundation pit supporting system, and said method for dismounting mainly comprises the following steps:
Structure is changed the support step, utilizes basement backfill and load transfering strip to accomplish structure and changes support;
Remove in the part pattern foundation pit supporting structure concrete and support step;
The above part basement structure of load transfering strip construction sequence;
Support step in the closed demolition blasting concrete.
Described basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing, said method for dismounting change support in structure and also comprise the position step of finding out brace summer in the overlapping part that needs to handle and the adjustment before the step.
Supporting step in the described basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing, said dismounting part pattern foundation pit supporting structure concrete comprises:
The elongated falsework step of setting up;
Cut the brace summer step, according to cutting placing of reinforcement topping concrete earlier, the main muscle of row is blocked in electric welding again, after cut concrete in the reinforcing bar, last electric welding is blocked down the order of arranging main muscle and is operated.
Supporting step in the described basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing, said closed demolition blasting concrete comprises:
Step is set up in the double-layer pipe protection;
On the interior brace summer of need explosion, cover step with overburden integral body;
Double steel pipe protective frame step is set up at interior brace summer side and top in explosion;
Totally-enclosed overcoat construction step lays bamboo fence on the top of the shelf, and overlap joint is not less than 10cm between the bamboo fence, uses the iron wire banding.
Described basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing, said double steel pipe protective frame is from treating more than the quick-fried brace summer 2m.
Support the construction that blasting procedure does not influence basement structure in the basement foundation ditch supporting concrete of the present invention, can shorten the construction period of basement; After basement structure construction is intact, in basement inner sealing explosion pattern foundation pit supporting structure concrete, support, relatively safety.Noise of blasting is little, can not cause the panic and uncomfortable of surrounding resident.
Description of drawings
Below, in conjunction with the specific embodiment the present invention is further described;
Fig. 1 is a sketch map of the present invention.
The specific embodiment
Please refer to Fig. 1, a kind of basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing, said basement 3 foundation ditches adopt in campshed and board wall 1 formula and the concrete and support 2 foundation pit supporting systems, and 5 is support post among the figure, and said method for dismounting is:
At first be familiar with pattern foundation pit supporting structure and structural drawings, the relation of support and structural column wall in the arrangement pattern foundation pit supporting structure is found out the overlapping part that need handle.As support too much overlappingly with inner insulated column, and should link up supporting designing unit in early days, under the prerequisite that does not influence the pattern foundation pit supporting structure safety, the suitable position of brace summer in the adjustment.
(1), utilizes basement backfill and load transfering strip to accomplish structure and change support.
Changing support need excavate under the soil body to the base plate behind the foundation ditch bottom surface; Periphery is provided with the board-like load transfering strip of plain concrete between basement bottom board and fender body; The face of load transfering strip, end absolute altitude are identical with the basement bottom board absolute altitude, and load transfering strip is constructed when the basement bottom board casting and compacting of concrete simultaneously.
Then the construct wall and the top board structure of subcellar; Subcellar side wall outside backfill macadam-aggregate mix; But periphery is built with plain concrete between subcellar top board crossbeam, position and fender body below the plate face about 1 meter, builds 1.1～1.2 meters of thickness.Should strict control mud content during subcellar side wall outside backfill, the backfill mud content should be controlled at 3%～5%.The macadam-aggregate mix rational gradation composition both can have been avoided lacking the sand grains filling between particle after the compacting and the aerial construction that forms, had also guaranteed to have between sand powder particulate enough bulky grains to form skeleton, satisfied requirement of strength.
After treating that concrete that power transmission is watered reaches sufficient intensity (85%), could begin artificial the dismounting in the part pattern foundation pit supporting structure concrete and support.
(2), the artificial dismounting in the part pattern foundation pit supporting structure concrete support, and dodges the basement structure exterior wall.
Manual work cuts support need set up falsework, and falsework needs elongated setting up, and avoids manual work to cut the back boom brace summer and breaks the crushing floor.
Artificial pneumatic pick cuts brace summer 4, and according to cutting placing of reinforcement topping concrete earlier, the main muscle of row is blocked in electric welding again, after cut concrete in the reinforcing bar, electric welding is at last blocked down the order of arranging main muscle and is operated.
(3), the above part basement structure construction of load transfering strip.
(4), blasting parameter designs the closed demolition blasting concrete support of enforcement in basement.
In implementing the totally-enclosed concrete of basement, need set up the double-layer pipe protection before the support and control microexplosion.On the interior brace summer of need explosion, cover with waste and old gunnysack is whole, overlapping overlap joint is no less than 10cm between the gunnysack.Double steel pipe protective frame is set up at interior brace summer side and top in explosion, and lays the bamboo fragrant plant on the top of the shelf, and overlap joint is not less than 10cm between the bamboo fragrant plant, uses the iron wire banding, forms totally-enclosed overcoat.Protective frame should be from treating more than the quick-fried brace summer 2m.
Claims (4)
1. a basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing supports foundation pit supporting system in said basement foundation ditch employing campshed and board wall formula and the concrete, it is characterized in that said method for dismounting mainly comprises the following steps:
One, the overlapping part of finding out the need processing of interior support of pattern foundation pit supporting structure and structural column wall is also adjusted the position step of interior brace summer;
Structure is changed the support step, utilizes basement backfill and load transfering strip to accomplish structure and changes support;
Two, the artificial dismounting in the part pattern foundation pit supporting structure concrete supported step;
Three, the above part basement structure of load transfering strip construction sequence;
Four, support step in the closed demolition blasting concrete.
2. basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing according to claim 1 is characterized in that, and is said two, and artificial the dismounting supported step in the part pattern foundation pit supporting structure concrete and comprised:
Elongatedly set up the falsework step and cut the brace summer step, according to cutting placing of reinforcement topping concrete earlier, the main muscle of row is blocked in electric welding again, after cut concrete in the reinforcing bar, electric welding is at last blocked down the order of arranging main muscle and is operated.
3. basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing according to claim 1 is characterized in that, and is said four, supports step in the closed demolition blasting concrete and comprises:
Step is set up in the double-layer pipe protection;
On the interior brace summer of need explosion, cover step with overburden integral body;
Double steel pipe protective frame step is set up at interior brace summer side and top in explosion;
Totally-enclosed overcoat construction step lays the bamboo fragrant plant on the top of the shelf, and overlap joint is not less than 10cm between the bamboo fragrant plant, uses the iron wire banding.
4. basement foundation ditch closed demolition blasting method for internal concrete reinforcement bracing according to claim 3 is characterized in that, said double steel pipe protective frame from treat quick-fried in more than the brace summer 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007101721341A CN101476331B (en) | 2007-12-12 | 2007-12-12 | Closed demolition blasting method for internal concrete reinforcement bracing of basement foundation ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007101721341A CN101476331B (en) | 2007-12-12 | 2007-12-12 | Closed demolition blasting method for internal concrete reinforcement bracing of basement foundation ditch |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101476331A CN101476331A (en) | 2009-07-08 |
| CN101476331B true CN101476331B (en) | 2012-07-04 |
Family
ID=40837106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007101721341A Expired - Fee Related CN101476331B (en) | 2007-12-12 | 2007-12-12 | Closed demolition blasting method for internal concrete reinforcement bracing of basement foundation ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101476331B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404965A (en) * | 2014-11-05 | 2015-03-11 | 浙江海洋学院 | Method for removing reinforced concrete support beams in foundation pit support |
Families Citing this family (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296644B (en) * | 2010-06-28 | 2016-06-08 | 上海隧道工程有限公司 | Internal support of foundation pit demolition blasting vibration safety monitoring system and monitoring method |
| CN101886392B (en) * | 2010-06-30 | 2012-03-21 | 济南鼎汇土木工程技术有限公司 | Supporting design and construction method of foundation pit supporting system |
| CN102116027A (en) * | 2010-12-17 | 2011-07-06 | 上海市第四建筑有限公司 | Frame type combined support-replacing system and construction method thereof |
| CN102191776A (en) * | 2011-05-11 | 2011-09-21 | 中天建设集团有限公司 | Structure for underpinning reinforced concrete inner support by profile steels and construction method for same |
| CN102444130B (en) * | 2011-10-20 | 2014-01-01 | 中建六局第三建筑工程有限公司 | Support replacing construction method in deep foundation pit project |
| CN103184739A (en) * | 2011-12-29 | 2013-07-03 | 五冶集团上海有限公司 | Demolition blasting method for reinforced concrete bracing |
| CN102587420B (en) * | 2012-02-13 | 2014-03-26 | 中天建设集团有限公司 | Supporter exchanging method for stage construction basement using cast-in-situ bored piles as separation palisade |
| CN102720201B (en) * | 2012-07-02 | 2014-10-29 | 中建三局第二建设工程有限责任公司 | Support change construction building method implemented by using main structure of building |
| CN104250971A (en) * | 2013-06-26 | 2014-12-31 | 中国二十冶集团有限公司 | Closed removing method for basement enclosure supporting body |
| CN104514228A (en) * | 2013-09-29 | 2015-04-15 | 浙江宝业建设集团有限公司 | Large-chassis multi-tower building construction method and structure |
| CN104895089B (en) * | 2015-04-08 | 2017-08-29 | 山东大学 | Basement floor and the construction method of the cooperative permanent support system of support pile |
| CN106055801B (en) * | 2016-06-03 | 2018-12-14 | 武汉科技大学 | A kind of determination method of Brace in Deep Footing Groove beam demolition blasting sequence |
| CN106088098A (en) * | 2016-06-15 | 2016-11-09 | 龙元建设集团股份有限公司 | Supporting removal construction method |
| CN106869110A (en) * | 2016-12-29 | 2017-06-20 | 上海市基础工程集团有限公司 | The construction method of underground continuous wall of existing underground structure |
| CN107761741A (en) * | 2017-10-18 | 2018-03-06 | 中铁八局集团建筑工程有限公司 | One kind manually abolishes inner support beam method |
| CN109083155B (en) * | 2018-08-28 | 2024-01-05 | 中建二局第三建筑工程有限公司 | Supporting structure in foundation pit and blasting demolition method thereof |
| CN109235926B (en) * | 2018-10-19 | 2019-10-22 | 洛阳理工学院 | Reinforced concrete frame structure unidirectionally collapses the construction method of the anti-back seat of demolition blasting |
| CN110130364A (en) * | 2019-05-28 | 2019-08-16 | 中国二十冶集团有限公司 | Foundation pit list supports support replacement construction method |
-
2007
- 2007-12-12 CN CN2007101721341A patent/CN101476331B/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404965A (en) * | 2014-11-05 | 2015-03-11 | 浙江海洋学院 | Method for removing reinforced concrete support beams in foundation pit support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101476331A (en) | 2009-07-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101476331B (en) | Closed demolition blasting method for internal concrete reinforcement bracing of basement foundation ditch | |
| CN105926669B (en) | A kind of Construction Method of Metro Station | |
| CN108505805B (en) | Large cast-in-situ water pool with expansion reinforcing belt for crack control and construction method thereof | |
| CN105804089B (en) | Locally increase deep support system and its construction method after a kind of former deep foundation pit construction | |
| CN109235499A (en) | A kind of open cut hypogee Standard formula construction method | |
| CN109629576B (en) | Suspension protection system for water supply pipe crossing foundation pit and construction method | |
| CN110904867A (en) | Construction method for dismantling upper-span existing line arch bridge | |
| CN206144583U (en) | High ground stress tunnel supporting structure | |
| CN201943086U (en) | Underground building wall body | |
| CN208072415U (en) | Deep foundation pit reinforced concrete support part changes structure | |
| CN110158656A (en) | A kind of integrated template piping lane and its method of construction | |
| CN104032767A (en) | Tower crane foundation in deep foundation pit and construction method of tower crane foundation | |
| CN109441110A (en) | A kind of basement shear wall post-cast strip precast outer die construction method | |
| CN211777473U (en) | Protective structure of tunnel upper portion solution cavity | |
| CN112983467A (en) | Treatment method for tunnel gate closing type large collapse | |
| CN105040709A (en) | Construction method for support replacement of fender-post retaining and protecting of deep foundation pit | |
| CN103452326A (en) | Method and equipment for sequentially constructing ultra-long hanging posts | |
| CN109930610A (en) | Constrained environment foundation pit adds the construction method of steel pipe mixing diagonal brace using concrete | |
| CN207143746U (en) | Support beam template system under concrete support trestle plate | |
| CN204919559U (en) | Repair system of ground fissure | |
| CN214832726U (en) | Supporting structure for pipe-jacking working well in deep soft soil area | |
| CN206873459U (en) | A kind of large-span steel-reinforced concrete foundation ditch support system | |
| JP2003278476A (en) | Widening device of existing tunnel and its method | |
| CN104963344B (en) | The deep basal pit underground construction method that concrete supporting removal and structure construction are synchronously carried out | |
| CN204282371U (en) | A kind of pre-loaded support struts for foundation ditch |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 |